METHOD FOR BIOENGINEERING PROTECTION OF EARTHWORKS ADVANTAGEOUSLY MAIN DIKE, ROAD

摘要

the object of the invention is magasvezetu00e9su0171 fu00f6ldmu0171vek procedure, elu0151nyu00f6senu00e1rvu00edzvu00e9delmi u0171tak mu00e9rnu00f6kbiu0151lu00f3giai dams, protection, amelnyek su0151ru00e1n r = 1 or more lapu0151sabb hajlu00e1su00fa ru00e9zsu0171bu0151l soil (2), (3),tu00f6mbu00f6srepedu00e9sekbu0151l (4a), (4b), hu0151ssziru00e1nyu00fa repedu00e9sekbu0151l keresztiru00e1nyu00farepedu00e9sekbu0151l (4c), ku0151nzervu00e1lt csu00faszu00f3lapu0151kbu00f3l (4d), gu00e1tku0151ru0151nu00e1bu00f3lu00e9s / or bu0171rku0151latbu00f3l (5), consisting of internal erosion (6a).erosion surface (6b) of the communicating vessels, the leakage vu0151nal (7a), szabu00e1lyu0151skeresztiru00e1nyu00fa leakage vu0151nal (7b), ku0151ntu00far leakage vu0151nal (7c) pu00f3ru0171slu00e9gnyu0151mu00e1s vegetation root (8), (9),pu00e1ru0151lgu00e1sivesztesu00e9g precipitation (10) (11), (12), fagybehatu0151lu00e1s u00e1rvu00edzszint (13) effect of magu00e1nviselu0151 fu00f6ldmu0171 u00e1llu00e9ku0151nyu00e1su00e1t improve load-bearing capacity, u00e9su00e9lettartamu00e1t increase.the procedure characteristic, the fractured surface hu0151gy, belsu0151u00e9s eru00f3ziu00f3nak (6a, 6b) exposed to soil fu00f6ldmu0171 vu00edzu0151ldali ru00e9zsu0171ju00e9nek (2), (3), 30 - 50 cm, preferably at a depth of 40 cm azu0171tu00e1nfelapru00edtju00e1k, roto rooter.the ru00e9zsu0171n (2), as appropriate, during the period of vegetation, fu0171magkikelu00e9su00e9nek ru00e9szu0171 (2) fellazu00edtu0151tt, felapru00edtu0151tt felu00fcletu00e9nannyi szu00e1ru00edtu0151tt, granu0171u00e1lt or ku0151mpu0151sztu00e1lt,vu00edztelenu00edtettszennyvu00edziszapu0151t (1) is placed in the hu0151gy out evenly, thus keletkezu0151talaj - sewage sludge mixture, the content of elu0151fu0151rdu0171lu00f3 fedu0151ru00e9tegszervesanyag in nature.at least 10% of the ru00e9zsu0171 tu00f6megszu00e1zalu00e9ku00e9rtu00e9ku0171, and (2), (3), as appropriate, to 40 cm of soil esmu00e9lyu00e9gben u00e1tfu0151rgatju00e1k - once again,(2) on the surface of the ru00e9zsu0171 azu0171tu00e1n afelszu00ednen lefu0151lyu00f3 run-off rain water retention esu00e9siru00e1nyra perpendicular to a depth of 20 cm, preferably curved, interoperable, vu00e1pu00e1kat is developedthe surface and, as appropriate, and trr, 80% of the surface ru00f6mu00f6ru00edtik and u00edgyelku00e9szu00edtett and required quality and u00f6sszetu00e9telu0171fu0171magkeveru00e9ket are placed in the ground (3), which besimu00edtanak. a